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BeamColumnRowResults Fields

EC3 Steel Connection Design Library

The BeamColumnRowResults type exposes the following members.

Fields
  NameDescription
Public fieldbeff_bcf_group
Effective width for the column flange in bending resistance for the bolt row as part of a bolt group
Public fieldbeff_bcf_group_onlyThisRow
Effective length for the column flage in bending for this row only as a part of a group
Public fieldbeff_bcf_individual
Effective width for the column flange in bending for the bolt row as single
Public fieldbeff_bep_group
Effective width for the endplate in bending for the bolt row as part of a bolt group
Public fieldbeff_bep_group_onlyThisRow
Effective length for the endplate in bending for this row only as a part of a group
Public fieldbeff_bep_individual
Effective width for the endplate in bending resistance for the bolt row as single
Public fieldFbcf_final
Final bolt row resistance for the column flange in bending
Public fieldFbcf_group
Column flange in bending resistance for the bolt row as part of a bolt group
Public fieldFbcf_individual
Column flange in bending resistance for the bolt row as single
Public fieldFbep_final
Final bolt row resistance for the endplate in bending
Public fieldFbep_group
Endplate in bending resistance for the bolt row as part of a bolt group
Public fieldFbep_individual
Endplate in bending resistance for the bolt row as single
Public fieldFt_final
Final bolt row resistance
Public fieldFtwb_final
Final bolt row resistance for the beam web in tension
Public fieldFtwbRd_group
Beam web in tension resistance for the bolt row as part of a bolt group
Public fieldFtwbRd_individual
Beam web in tension resistance for the bolt row as single
Public fieldFtwc_final
Final bolt row resistance for the column web in tension
Public fieldFtwcRd_group
Column web in tension for the bolt row as part of a bolt group
Public fieldFtwcRd_individual
Column web in tension for the bolt row as single
Public fieldkeff_r
Effective stiffness coefficient for this bolt row
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